CN208294080U - Formwork root leakproof sizing device - Google Patents
Formwork root leakproof sizing device Download PDFInfo
- Publication number
- CN208294080U CN208294080U CN201820696645.7U CN201820696645U CN208294080U CN 208294080 U CN208294080 U CN 208294080U CN 201820696645 U CN201820696645 U CN 201820696645U CN 208294080 U CN208294080 U CN 208294080U
- Authority
- CN
- China
- Prior art keywords
- angle steel
- template
- root
- vertical edge
- sizing device
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000009415 formwork Methods 0.000 title claims abstract description 25
- 238000004513 sizing Methods 0.000 title claims abstract description 14
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 40
- 239000010959 steel Substances 0.000 claims abstract description 40
- 238000009408 flooring Methods 0.000 claims abstract description 12
- 238000003466 welding Methods 0.000 claims abstract description 4
- 239000011440 grout Substances 0.000 abstract description 4
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 10
- 239000004570 mortar (masonry) Substances 0.000 description 6
- 230000000694 effects Effects 0.000 description 5
- 230000002265 prevention Effects 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 3
- 238000007789 sealing Methods 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000003405 preventing effect Effects 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010410 dusting Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011017 operating method Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000012552 review Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to technical field of building construction, specially a kind of formwork root leakproof sizing device.A kind of formwork root leakproof sizing device, it includes angle steel, and the angle steel includes two sides: horizontally disposed horizontal sides and the vertical edge arranged vertically；Uniform welding has multiple adjusting nuts in the horizontal sides of the angle steel, and adjusting bolt is screwed in each adjusting nut；In use, angle steel is located at formwork root, template is between adjusting nut and vertical edge, and template is against on vertical edge by adjusting nut.It is uniformly provided with multiple bolts hole in the horizontal sides of the angle steel, expansion bolt and nut are equipped in each bolt hole, the angle steel is fixed on flooring by expansion bolt and nut.The present apparatus can effectively prevent vertical structure grout leakage of formwork root, effectively fixed, guarantees that vertical structure Template Location is accurate, is convenient for form removal.
Description
Technical field
The utility model relates to technical field of building construction, specially a kind of formwork root leakproof sizing device.
Background technique
At present in skyscraper, the vertical structures such as wall, column mostly use concreting to form.At the construction field (site) into
In the concrete constructions such as row wall, column, usually first template is installed, then passes through liner and Screw arbor with nut at both-ends for template
Fixed, finally the casting concrete into template, carries out demoulding again after concrete setting.But due in work progress, ground
Flatness construction quality it is poor, after causing template to be installed, will form gap between root and ground, so as to cause wall
The slurry of body root is lost, and concrete surface after demoulding is then caused the common quality defects such as dusting, honeycomb, pitted skin occur.
Nowadays to prevent vertical structure grout leakage of formwork root, elongated way is to install backing plate in formwork root, and use nail
Batten carries out mortar leakage prevention processing to the bottom of vertical structure template by the way of smearing concrete mortar.But it is mixed due to pouring
Flooring flatness after solidifying soil is poor, therefore using following closely batten or smear not only workload of constructing by the way of concrete mortar
Greatly, and mortar leakage prevention effect is poor, cannot effectively play the effect of mortar leakage prevention.
In current construction technology, a kind of similar invention " formwork root leakproof sizing device " (application number
201720311324.6), the specific scheme is that a kind of formwork root mortar leakage prevention structure, including the mould being erected on ground vertically
Plate is equipped with rectangle flitch in the lower end that template is close in the outside of template, and the flitch is divided along its length by several
The presser feet in portion is fixed with template and ground；The presser feet includes bottom plate, side plate and top board, and the bottom plate is located at flitch
It is fixedly connected with the ground away from the side of template, and by expansion bolt；The side plate is set on the bottom plate vertically, and the bottom of close to
Plate close to flitch side, between side plate and flitch be equipped with sealing joint strip, side plate press effect under, flitch and template
It is close to, and sealing strip can be by clearance seal of the flitch between the side and ground of template；The top board level is set
It is fixedly connected in the surface of flitch, and with side plate, a hold-down bolt, the hold-down bolt and upper pressure is equipped on top board
Plate is threadedly engaged connected, and screw rod passes through compress flitch on the ground after top board from top to bottom.The rigidity of structure of the patent
It is poor, cannot effective sealing off gap, leak preventing effect is poor, cannot reach practical leak preventing effect.
Utility model content
In view of the above technical problems, the purpose of this utility model is to provide a kind of formwork root leakproof sizing device, this dresses
It sets and can effectively prevent vertical structure grout leakage of formwork root, it is effectively fixed, guarantee that vertical structure Template Location is accurate, convenient for tearing open
Removing template.
To achieve the above object, technical solution adopted in the utility model is:
A kind of formwork root leakproof sizing device, which is characterized in that it includes angle steel, and the angle steel includes two sides: horizontal
The horizontal sides of arrangement and the vertical edge arranged vertically；Uniform welding has multiple adjusting nuts in the horizontal sides of the angle steel, each
Adjusting bolt is all screwed in adjusting nut；In use, angle steel is located at formwork root, template be located at adjusting nut and vertical edge it
Between, and template is against on vertical edge by adjusting nut.
It is uniformly provided with multiple bolts hole in the horizontal sides of the angle steel, expansion bolt and spiral shell are equipped in each bolt hole
Mother, the angle steel are fixed on flooring by expansion bolt and nut.
The horizontal sides of the angle steel are equipped with watertight rubber layer close to the side of template.
The vertical edge of the angle steel is equipped with watertight rubber layer close to the side of flooring.
The angle steel is unequal angle, and wherein the hem width of horizontal sides is greater than the hem width of vertical edge.
The utility model has the following beneficial effects:
1, the present apparatus can effectively prevent vertical structure grout leakage of formwork root, effectively fixed, guarantee vertical structure template
Form removal is convenient in accurate positioning.And it is easy to operate, it is easy to use, convenient for construction, repeatedly it is used in turn.Improve construction effect
Rate saves labour.It is effective to improve construction quality.
2, the device is clamped template with adjusting bolt by angle steel, is effectively limited the position of template, more be can guarantee wall
The sectional dimension of body, template fixation are stronger.
3, by the apparatus setting can forward-backward adjustment bolts, be applicable to different-thickness template；It is logical after the completion of construction
Bolt location is overregulated convenient for form removable.
4, by being tightly combined in angle steel bottom and side setting watertight rubber layer and template and flooring, template is solved
Root spillage problem.
Detailed description of the invention
Fig. 1 is elevational schematic view when the utility model is used.
Fig. 2 is schematic top plan view when the utility model is used.
In figure: 1, template；2, angle steel；3, adjusting nut；4, bolt is adjusted；5, watertight rubber layer；6, expansion bolt and spiral shell
It is female；7, flooring.
Specific embodiment
The utility model in order to better understand does the technical solution of the utility model below with reference to embodiment and attached drawing
Further instruction (as shown in Figure 1, 2).
A kind of formwork root leakproof sizing device, it includes angle steel 2, and the angle steel 2 includes two sides: horizontally disposed level
Side and the vertical edge arranged vertically；Uniform welding has multiple adjusting nuts 3 in the horizontal sides (along its length) of the angle steel 2,
It is screwed in each adjusting nut 3 and adjusts bolt 4；In use, angle steel 2 is located at 1 root of template, template 1 be located at adjusting nut 3 with
Between vertical edge, and adjusting nut 3 template 1 is against on vertical edge (for fixing 1 root of vertical formwork, can be according to template 1
Thickness position is adjusted flexibly).
Multiple bolts hole are uniformly provided in the horizontal sides (along its length) of the angle steel 2, are equipped in each bolt hole
Expansion bolt and nut 6, the angle steel 2 are fixed on flooring 7 by expansion bolt and nut 6.
The horizontal sides of the angle steel 2 are equipped with watertight rubber layer 5(close to the side of template 1 and guarantee to combine the anti-leak-stopping of tightness
Slurry).
The vertical edge of the angle steel 2 is equipped with watertight rubber layer 5 close to the side of flooring 7.
The angle steel 2 is unequal angle, and wherein the hem width of horizontal sides is greater than the hem width of vertical edge.
The present apparatus includes: using operating procedure in the construction process
(1) after the completion of the binding of vertical structure reinforcing bar and related burying work beforehand, first to vertical structure template on flooring 7
1 positioning measures unwrapping wire, then drills in corresponding position, is fixed and is determined using expansion bolt and nut diagonal steel 2
Position guarantees to combine closely with flooring 7, prevents and treats spillage using the watertight rubber layer 5 of 2 vertical edge side of angle steel.
(2) after the device accurate positioning and reinforcing are stablized, bolt 4 will be adjusted and adjusted to outermost, 1 root of template is placed
It in 2 vertical edge of angle steel and adjusts between bolt 4, and makes template proximate watertight rubber layer 5, then adjustment adjusts the position of bolt 4
It sets, adjusting bolt 4 is made to withstand 1 root of vertical formwork (not exclusively holding out against).Adjust vertical formwork 1 verticality after, to template 1 into
After row reinforcing is fixed, after the verticality of review template 1 meets design requirement, adjustment, which adjusts bolt 4, holds out against it completely.
(3) casting concrete, after design strength to be achieved meets demoulding requirement, adjustment adjusts bolt 4 to outermost, makes mould
There are enough activity spaces in 1 root of plate, is convenient for form removal 1.
(4) it after removing template 1, loosens and adjusts bolt 4, remove the device for next construction section, repeat the above steps,
And so on.
It is described above be only the utility model Application Example, certainly cannot with this come limit the utility model it
Interest field, therefore equivalence changes made according to the patent scope of the utility model, still belong to the protection scope of the utility model.
Claims (5)
1. a kind of formwork root leakproof sizing device, which is characterized in that it includes angle steel (2), and the angle steel (2) includes two sides:
Horizontally disposed horizontal sides and the vertical edge arranged vertically；Uniform welding has multiple adjusting spiral shells in the horizontal sides of the angle steel (2)
Female (3), interior be screwed with of each adjusting nut (3) adjust bolt (4)；In use, angle steel (2) is located at template (1) root, template
(1) between adjusting nut (3) and vertical edge, and template (1) is against on vertical edge by adjusting nut (3).
2. formwork root leakproof sizing device according to claim 1, which is characterized in that in the horizontal sides of the angle steel (2)
Multiple bolts hole are uniformly provided with, expansion bolt and nut (6) are equipped in each bolt hole, the angle steel (2) passes through expanding screw
Bolt and nut (6) are fixed on flooring (7).
3. formwork root leakproof sizing device according to claim 1, which is characterized in that the horizontal sides of the angle steel (2) are leaned on
The side of near-lying mode plate (1) is equipped with watertight rubber layer (5).
4. formwork root leakproof sizing device according to claim 1, which is characterized in that the vertical edge of the angle steel (2) leans on
The side of nearly flooring (7) is equipped with watertight rubber layer (5).
5. formwork root leakproof sizing device according to claim 1, which is characterized in that the angle steel (2) is inequilateral angle
Steel, wherein the hem width of horizontal sides is greater than the hem width of vertical edge.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820696645.7U CN208294080U (en) | 2018-05-11 | 2018-05-11 | Formwork root leakproof sizing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820696645.7U CN208294080U (en) | 2018-05-11 | 2018-05-11 | Formwork root leakproof sizing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208294080U true CN208294080U (en) | 2018-12-28 |
Family
ID=64704338
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820696645.7U Expired - Fee Related CN208294080U (en) | 2018-05-11 | 2018-05-11 | Formwork root leakproof sizing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208294080U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115182582A (en) * | 2022-08-01 | 2022-10-14 | 华新建工集团有限公司 | Aluminum-gold vertical template root leakage-proof device |
-
2018
- 2018-05-11 CN CN201820696645.7U patent/CN208294080U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115182582A (en) * | 2022-08-01 | 2022-10-14 | 华新建工集团有限公司 | Aluminum-gold vertical template root leakage-proof device |
| CN115182582B (en) * | 2022-08-01 | 2023-12-26 | 华新建工集团有限公司 | Aluminum-gold vertical template root slurry leakage prevention device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181228 |